| Hop Brook Dam, Hop Brook | |||||||||
| Drainage Area: | 16 sq. miles  | ||||||||
| Channel Capacity: | 550 cfs | ||||||||
| Storage at Spillway Crest: | 7.8 in / 6,850 ac-ft | ||||||||
| Normal Pool: | 18.5 Feet | ||||||||
| Gate Settings for February 13, 2026 07:00 am | Gate 1 | Gate 2 | Gate 3 | Gate 4 | Gate 5 | Gate 6 | Gate 7 | Gate 8 | |
| 0.0 | 3.0 | ||||||||
| Date Time (Eastern) |
Pool (ft) |
Storage (%) |
Storage (ac-ft) |
Tailwater (ft) |
Flow (cfs) |
Inflow (cfs) |
Precip (in) |
| Feb-15 12:15 am | 19.21 | 0.4 | 28 | 14.13 | |||
| Feb-14 11:15 pm | 19.21 | 0.4 | 28 | 1.25 | 1 | 1 | 14.13 |
| Feb-14 10:15 pm | 19.21 | 0.4 | 28 | 1.25 | 1 | 1 | 14.13 |
| Feb-14 09:15 pm | 19.21 | 0.4 | 28 | 1.25 | 1 | 1 | 14.13 |
| Feb-14 08:15 pm | 19.21 | 0.4 | 28 | 1.24 | 1 | 1 | 14.13 |
| Feb-14 07:15 pm | 19.21 | 0.4 | 28 | 1.24 | 1 | 1 | 14.13 |
| Feb-14 06:15 pm | 19.21 | 0.4 | 28 | 1.24 | 1 | 1 | 14.13 |
| Feb-14 05:15 pm | 19.21 | 0.4 | 28 | 1.24 | 1 | 1 | 14.13 |
| Feb-14 04:15 pm | 19.21 | 0.4 | 28 | 1.24 | 1 | 1 | 14.13 |
| Feb-14 03:15 pm | 19.21 | 0.4 | 28 | 1.24 | 1 | 1 | 14.13 |
| Feb-14 02:15 pm | 19.21 | 0.4 | 28 | 1.24 | 1 | 1 | 14.13 |
| Feb-14 01:15 pm | 19.21 | 0.4 | 28 | 1.24 | 1 | 1 | 14.13 |
| Feb-14 12:15 pm | 19.21 | 0.4 | 28 | 1.24 | 1 | 1 | 14.13 |
| Feb-14 11:15 am | 19.21 | 0.4 | 28 | 1.24 | 1 | 1 | 14.13 |
| Feb-14 10:15 am | 19.21 | 0.4 | 28 | 1.25 | 1 | 1 | 14.13 |
| Feb-14 09:15 am | 19.21 | 0.4 | 28 | 1.25 | 1 | 14.13 | |
| Feb-14 08:15 am | 19.21 | 0.4 | 28 | 1.25 | 1 | 1 | 14.13 |
| Feb-14 07:15 am | 19.21 | 0.4 | 28 | 1.25 | 1 | 1 | 14.13 |
| Feb-14 06:15 am | 19.21 | 0.4 | 28 | 1.25 | 1 | 1 | 14.13 |
| Feb-14 05:15 am | 19.21 | 0.4 | 28 | 1.25 | 1 | 1 | 14.13 |
| Feb-14 04:15 am | 19.21 | 0.4 | 28 | 1.25 | 1 | 1 | 14.13 |
| Feb-14 03:15 am | 1.25 | 1 | |||||
| Feb-14 02:15 am | 19.21 | 0.4 | 28 | 1.25 | 1 | 1 | 14.13 |
| Feb-14 01:15 am | 19.21 | 0.4 | 28 | 1.25 | 1 | 1 | 14.13 |
| Feb-14 12:15 am | 19.21 | 0.4 | 28 | 1.25 | 1 | 1 | 14.13 |
| Maximum 24 Hour Drawdown Rate (5 feet/day): 14 cfs + Inflow (1 cfs) = 15 cfs | |||||||
| Report Generated February 15, 2026 05:21 am | |||||||